HomeMy WebLinkAboutzT-3157Set'x I� OAKESDALE AVENUE S.W.
� RECHANNELIZATION PLAN Z
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Q w 12' T3 15 F_
- 0 + ®2.4b +00 1100 1� 1100 T1 4 +00 12 5 +00 12' 6 +I00 OAKESDALE +00 8 +00 9 +00 9 +74.70 ~
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17• 11. 12' 12 AVENUE
v 15 - -
° 12'
° , o EXISTING WALK EXISTING
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W 0. -- -- _ RIGHT OF WAY -- -- RIGHT OF WAY
0 NEW N NEW DOUBLE YELLOW -- -- --
° m — , '. STRIPE LINE STRIPE PER CITY 0
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_ I STANDARDS
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a 5 V A / CENTER LINE 1.5 HUND. TYPE E1 w
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Z'Fj a . k OAKES6ALE EXISTING 2 WAY ARROWS. REMOVE LANE j
PROPERTY LINE (0.36 HUND TYPE 1) AND 0.05 HUND
OD
PROJECT SITE LINE TYPE II -C. Q Z
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CHANNELIZATION REFERENCES
CITY OF RENTON
COMPONENT
REFERENCE
4" WHITE LANE LINE WITH 4" WHITE TYPE 1 LANE MARKERS
8'02
SPACED 3 FEET ON- CENTER AND REFLECTORIZED TYPE II -E LANE
T1
MARKERS SPACED 48 FEET ON- CENTER. 9 FOOT STRIPES WITH 15
4 +16
FOOT SPACING BETWEEN STRIPES.
9
THERMOPLASTIC TYPE 2L LEFT TURN MARKER
8.03
8" WHITE APPROACH LINE USING TYPE I LANE MARKERS
8.02
SPACED 4' ON- CENTER AND REFLECTORIZED TYPE II -E
6
LANE MARKERS SPACED 24' ON- CENTER.
o
DOUBLE YELLOW CENTERLINE WITH 4" YELLOW TYPE I LANE
8.01
MARKERS SPACED 3' ON- CENTER AND REFLECTORIZED
0
4" YELLOW TYPE II -D LANE MARKERS.
--- - - - - --
I I
Z
LEGEND:
No.
BEGIN
END
TYPE 2L PAVEMENT MARKER
TRANSITION
TYPE 2R PAVEMENT MARKER
T1
TYPE 3LR PAVEMENT MARKER
4 +16
PROPOSED CHANNELIZATION
9
PROPOSED CROSSWALK
T2
EXISTING PAVEMENT MARKER
5 +36
EXISTING CROSSWALK
6
EXISTING STOP BAR
o
EXISTING CHANNELIZATION
5+36
PROPOSED PAVEMENT (SHADING)
0
EXISTING EDGE OF PAVEMENT
--- - - - - --
PROPOSED EDGE OF PAVEMENT
TAPER DATA:
No.
BEGIN
END
LENGTH
TRANSITION
RATIO
T1
2 +96
4 +16
120
9
13.33
T2
2 +96
5 +36
240
6
40
T3
4 +16
5+36
240
3
40
DRAWN
S�aNAL FNG CHECKED
EXPIRES 9/23/05 NO. REVISION BY APPR DATE APPROVED
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SCANNED OCT 0 8
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OAKESDALEAVENUE S
RECHANNELIZATION PLAN
NEW LANE o" LANE
s7w STIrPE
rma OF sw
3-
%WNW
La
RIGHT OF My
CFII;N�ELQJITION SCE$
qTY OF F0(TON
E 4)
TYPE 2L PAVEMBIT MANU
4!* WHRE LANE LINE WITH r WHITE TYK I LANE MARKERS
&02
SPACM 3 FEEr ON-CENM AND REFLECIG M TYPE " LANE
TYPE 31X FOA39M MW=
rwur%oaw ON
.................. .............
MISINIG PAGM krAwt
Exam Coommu
FWr SPACM ME1wFD1 STIMPEL
Sw
11E1M10P1A611C TYPE X LOT TURN MAN=
&03
lir
1
00
2+00
16;
4;VAl
4+00 5+00
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O=ALE
6+00 7+00 8+00 9+00 9+74.70
Lol
MAAKM SPACM X 0*-0011E1t AND AM LOC ORM
3
U" WAMM
ir
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VOW
c
110,
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u ;F' omosnw su
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RIM OF W
Al w OF MAY
N LLI
EW
fiv
tM DOUBLE YELLOW
Sinn
UK Sl PER C"
DOUBLE YELLOW
CENTER UNE (1.5 HLAID. TYPE EI)
AND 0.17 HUND TYPE Elld) PAM*
DOSTM 2 UW ARROW& REMOVE LANE
PROPERlY
UNE (0.36 FUND WK 1) AND 0.05 H D
LJw
TYPE 1--t
CFII;N�ELQJITION SCE$
qTY OF F0(TON
E 4)
TYPE 2L PAVEMBIT MANU
4!* WHRE LANE LINE WITH r WHITE TYK I LANE MARKERS
&02
SPACM 3 FEEr ON-CENM AND REFLECIG M TYPE " LANE
TYPE 31X FOA39M MW=
rwur%oaw ON
MARKERS SPACED 44 FEET ON-CENTM 9 FOOT So mm Is
MISINIG PAGM krAwt
Exam Coommu
FWr SPACM ME1wFD1 STIMPEL
Sw
11E1M10P1A611C TYPE X LOT TURN MAN=
&03
Ir WHITE APPROACH LINE USM TYPE I LANE MARKM
Log
SPAM 4! O*-IER AND FAFLECTIORM TOE
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LANE MARKM SPAM 24' 0*-COITOL
0
DousLEYaLow cEmieww wm 4 YELLOW, TtK i LANE
Lol
MAAKM SPACM X 0*-0011E1t AND AM LOC ORM
3
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9 1 roo a w qw*f'?
9
le
•
TAPER DATi4r
E 4)
TYPE 2L PAVEMBIT MANU
1%
TYPE 21t P4131M MW=
6*
TYPE 31X FOA39M MW=
rwur%oaw ON
2+N
MISINIG PAGM krAwt
Exam Coommu
120
Sw
13.33
2+9f
10MMIG EM OF Pffil"
-------------
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40
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TAPER DATi4r
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Do
LIH
11_11'
RAW
2+N
4+16
120
9
13.33
2+9f
5►X
240
6
40
0
4+1•
5+36
240 F?
3
40
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